Sensitivity analysis of the effect of initial imperfections on the (i) ultimate load and (ii) fatigue behaviour of steel plate girders

The study is divided into two parts: (i) in the first one, the plate girder (Fig 1) is considered to be exposed to quasiâ€constant loading (ie to loads which are either constant or repeated in a very small number of cycles), while (ii) in the other one, the girder is assumed to be subjected to repe...

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Bibliographic Details
Main Authors: Zdenek Kala, Jirí Kala, Miroslav Škaloud, Bretislav Teplý
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2005-06-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/8898

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